Sample Record

Owner Lab

  • CT QASI - Los Angeles Field Laboratory

DIME Sample ID 2020-10-14-7

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214909
DEA: 120N8604
EFIS: 1214000123
DIST-CO-RTE-PM12-ORA-73-23.7/24.1
Award Date06/25/2020
Closeout DateNot set
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE & RETAINING WALL; & PLACE HMA.
Location DescriptionORANGE COUNTY IN NEWPORT BEACH FROM 0.3 MILE NORTH OF BISON AVENUE TO 0.3 MILE SOUTH OF UNIVERSITY DRIVE
QA Service Level1 (Verified on 07/21/2020)

Sample Information

Sample Taken Date10/14/2020 Sample Unique Key7
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing10/20/2020
Sample typeQuality Assurance A brief description of the sample#8 rebar hoops, 6'-2" diameter
The quantity of what the sample constitutes2 lots total 223 hoops From where was the sample collectedFabricator
First name of sampler or witnessed bySteve Last name of sampler or witnessed byHall
Title of samplerCT METS QA INSPECTOR Telephone number of sampler6466327821
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Etiwanda Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-244-20 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4099960
Hoop Manufacturer Lot Number(s)1 and 3 Material Standard CodeASTM A706
Material Grade60 Rebar Size#8
Diameter of Hoop6'-2" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Steel AZ
Welding CompanyCMC Rebar (Etiwanda) Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-10-14-7-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/21/2020bewing
Yes
10/21/2020Ok Necking
2020-10-14-7-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/21/2020bewing
Yes
10/21/2020Ok Necking
2020-10-14-7-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/21/2020bewing
Yes
10/21/2020Ok Necking
2020-10-14-7-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/21/2020bewing
Yes
10/21/2020Ok Necking
2020-10-14-7-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/21/2020bewing
Yes
10/21/2020Ok Necking
2020-10-14-7-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewingCT HQ - Sacramento Structural Materials Testing Laboratory10/21/2020bewing
Yes
10/21/2020Ok Necking